Construction Of Road -Village Hirnot Shri Lekhraj Sharma Ghar To Nahar Pul
Tender Value
13.45 Lakhs
Estimated cost
Bid Submission
16 Jan 2021
0 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
854
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anupshahr → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of road -Village Hirnot Shri Lekhraj Sharma Ghar To Nahar Pul
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jan-2021 | Date Corrigendum | Date | 16-Jan-2021 |
BOQ
| Name of Work: Village Hirnot shri Lekhraj sharma ghar to nahar Pul. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | E.W. in Embankment | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Providing earthwork in embankment with approved material up to 100 meter lead , laying in 15 cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification clause 302(I) . | BI01010001010000000000000515BI0100001113 | 501 | CUM |
| 3 | 3 | B) Excavation in foundation in ordinary soil (Loam ,clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches etc. | BI01010001010000000000000515BI0100001114 | 26.4 | CUM |
| 4 | 4 | WBM G2 | BI01010001010000000000000515BI0100001115 | ||
| 5 | 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification.etc. | BI01010001010000000000000515BI0100001116 | 108.38 | CUM |
| 6 | 6 | WBM G3 | BI01010001010000000000000515BI0100001117 | ||
| 7 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.etc. | BI01010001010000000000000515BI0100001118 | 84.38 | CUM |
| 8 | 8 | Brick Edging | BI01010001010000000000000515BI0100001119 | ||
| 9 | 9 | B) Brick Edging on both sides of the road of Ist class bricks on edge laid with mud mortar including labour & supply of bricks finished to the required template & in properalignment &also including dressing,ramming the excavated earth as directed by E/I as per S.INo 765 of UP, PWD Specification. | BI01010001010000000000000515BI0100001120 | 0.3 | K.M. |
| 10 | 10 | Bituminous Course | BI01010001010000000000000515BI0100001121 | ||
| 11 | 11 | A) Supply of bitumen emulsion (SS-1) for Priming coat @ 0.70 Kg./m2. | BI01010001010000000000000515BI0100001122 | 0.788 | M.T. |
| 12 | 12 | B) Supply of bitumen V.G.-10 for Tack coat @0.35 kg/m2 .and P.C. & Seal Coat @ (1.46+0.65) Kg./m2. | BI01010001010000000000000515BI0100001123 | 2.636 | M.T. |
| 13 | 13 | Cartage of Maxphalt | BI01010001010000000000000515BI0100001124 | ||
| 14 | 14 | Cartage of maxphalt drum ( In M.T.) from godown to site. | BI01010001010000000000000515BI0100001125 | 3.424 | M.T. |
| 15 | 15 | Prime Coat | BI01010001010000000000000515BI0100001126 | ||
| 16 | 16 | Providing & applying primer coat with Bitumen Emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)] | BI01010001010000000000000515BI0100001127 | 1125 | SQM |
| 17 | 17 | Tack Coat | BI01010001010000000000000515BI0100001128 | ||
| 18 | 18 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom. | BI01010001010000000000000515BI0100001129 | 1125 | SQM |
| 19 | 19 | Premix Carpet | BI01010001010000000000000515BI0100001130 | ||
| 20 | 20 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, etc | BI01010001010000000000000515BI0100001131 | 1125 | SQM |
| 21 | 21 | Seal Coat | BI01010001010000000000000515BI0100001132 | ||
| 22 | 22 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 . | BI01010001010000000000000515BI0100001133 | 1125 | SQM |
| 23 | 23 | Earth Work on shoulders | BI01010001010000000000000515BI0100001134 | ||
| 24 | 24 | Earth work in ordinary soil on shoulders with approved material up to 100 meter lead , laying in 15 cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification clause 302(I) . complete. | BI01010001010000000000000515BI0100001135 | 210 | CUM |
| 25 | 25 | Brick soling | BI01010001010000000000000515BI0100001136 | ||
| 26 | 26 | Dismentling Brick edging | BI01010001010000000000000515BI0100001137 | 198 | sqm |
| 27 | 27 | Re-Laying with Dismentled old Bricks Only Labour | BI01010001010000000000000515BI0100001138 | 118 | sqm |
| 28 | 28 | Brick solling with straight over burnt-bricks laid on edge and dry including preparation of sub-grade to prescribed camber filling joints with local earth spreading blinding coat 1 cm. 3/8' depth of local earth over the entire surface and incluiding cost of material, labour and T & P etc. required for proper completion of the work as per PWD S.I. no 762 B | BI01010001010000000000000515BI0100001139 | 304.2 | SQM |
| 29 | 29 | Culvert | BI01010001010000000000000515BI0100001140 | ||
| 30 | 30 | A) Construction of NP-3 Hume pipe culvert of 350 mm dia. along with parapets to allow unhindered longitudinal flow of water | BI01010001010000000000000515BI0100001141 | 1 | NO. |
| 31 | 31 | Road Furniture | BI01010001010000000000000515BI0100001142 | ||
| 32 | 32 | Direction Sign Board of 4'x3' size having 18 gauge sheet with the post of 1-1/4\" dia. White & Red alternate painted pipe including fixing in c.c. of 1:2:4 cement,c-sand & stone grit with piller. | BI01010001010000000000000515BI0100001143 | 1 | NO. |
AI Tender Summary
Tender Timeline
Jan 11, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 16, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 16, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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